Flexural Resistance of Longitudinally Stiffened I-Girders. I: Yield Limit State-Reference-Cited by-同舟云学术

Flexural Resistance of Longitudinally Stiffened I-Girders. I: Yield Limit State

Published:2017-01 Issue:1 Volume:22 Page:04016099
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Subramanian Lakshmi¹,White Donald W.²

Affiliation:

1. Postdoctoral Research Affiliate, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0355 (corresponding author).

2. Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0355.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000975

Reference17 articles.

1. Abaqus 6.12-1 [Computer software]. Simulia Inc. Providence RI.

2. Strength of plate girders in bending;Basler K.;J. Struct. Div.,1961

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